ansys中如何生成命令流方法：GUI是：UtilityMenu>File>WriteDBLogFile怎么用ansys绘制弯矩，剪力图：GUI:GeneralPostproc->lotResult->ContourPlot->LineElementResult弹出画单元结果的对话框，分别在Labi和Labj依次选取SMIS6和SMIS12（弯矩图）、SMIS1和SMIS7（轴力图）、SMIS2和SMIS8（剪力图）!建立单元表ETABLE,NI,SMISC,1!单元I点轴力ETABLE,NJ,SMISC,7!单元J点轴力ETABLE,QI,SMISC,2!单元I点剪力ETABLE,QJ,SMISC,8!单元J点剪力ETABLE,MI,SMISC,6!单元I点弯矩ETABLE,MJ,SMISC,12!单元J点弯矩!更新单元表ETABLE,REFL!画轴力分布图/TITLE,AxialforcediagramPLLS,NI,NJ,1.0,0/image,save,'Axial_force_%T%',jpg!画剪力分布图/TITLE,ShearingforcediagramPLLS,QI,QJ,1.0,0/image,save,'Shearing_force_%T%',jpg!画弯矩分布图/TITLE,BendingmomentdiagramPLLS,MI,MJ,-0.8,0/image,save,'Bending_moment_%T%',jpgANSYS中弯矩、剪力图的绘制GUI:GeneralPostproc-plotResult-ContourPlot-LineElementResult弹出画单元结果的对话框，分别在Labi和Labj依次选取SMIS6和SMIS12（弯矩图）、SMIS1和SMIS7（轴力图）、SMIS2和SMIS8（剪力图）!建立单元表ETABLE,NI,SMISC,1!单元I点轴力ETABLE,NJ,SMISC,7!单元J点轴力ETABLE,QI,SMISC,2!单元I点剪力ETABLE,QJ,SMISC,8!单元J点剪力ETABLE,MI,SMISC,6!单元I点弯矩ETABLE,MJ,SMISC,12!单元J点弯矩!更新单元表ETABLE,REFL!画轴力分布图/TITLE,AxialforcediagramPLLS,NI,NJ,1.0,0/image,save,'Axial_force_%T%',jpg!画剪力分布图/TITLE,ShearingforcediagramPLLS,QI,QJ,1.0,0/image,save,'Shearing_force_%T%',jpg!画弯矩分布图/TITLE,BendingmomentdiagramPLLS,MI,MJ,-0.8,0/image,save,'Bending_moment_%T%',jpg另：自定义截面梁剪力弯矩显示finish/clear/verify/replot!自定义截面/prep7et,1,plane82rectng,0,1.0,0,0.6,cyl4,0.28,0.25,0.18,-180,cyl4,0.28,0.35,0.18,180,cyl4,0.72,0.25,0.18,-180,cyl4,0.72,0.35,0.18,180,rectng,0.1,0.46,0.25,0.35,rectng,0.54,0.9,0.25,0.35,asel,u,,,1cm,area0,areaallsel,allasba,1,area0esize,0.1amesh,all!读入截面文件secwrite,jiemian,sect,,1aclear,alladele,all,,1ldele,all,,,1finish/clear/prep7et,1,beam44keyopt,1,6,1mp,dens,1,2600mp,ex,1,3.06e10mp,prxy,1,0.2sectype,1,beam,mesh,sect1secoffset,cent,,,secread,'jiemian','sect','',meshk,1k,2,10k,3,0,3lstr,1,2latt,1,,1,,3,,1lesize,all,0.5lmesh,all/eshape,1eplotdk,1,ux,0,,,uy,uzdk,2,uy,0,,,uzf,12,fy,-1/soluantype,staticsolvefinish/post1pldisp,2plnsol,u,y,2!显示剪力etable,sheari,smisc,3etable,shearj,smisc,9plls,sheari,shearj,-1!显示弯矩etable,mforcei,smisc,5etable,mforcej,smisc,11plls,mforcei,mforcej,-1ansys如何绘制弯矩图Ansy中弯矩图，云图绘制总结在回答别人问题时，利用前人的回复和总结，自己进行了总结改正，发表在这里，供各位参考（1）ANSYS弯矩等可以直接标注在图上吗？如何实现？如果三维问题，在剖面上标出某一结构的轴心力、弯矩等，如何实现（2）后处理图形，其等值线的数值能否直接标注在图上，而不是采用图例的形式后处理结果往往用云图表示，下跟一图例表示数值大小，能够实现等值线直接标注在图上回答（1）1.绘制弯矩图建立弯矩单元表。例如梁单元i节点单元表名称为imom，j节点单元表名称为jmom，ETABLE,NI,SMISC,1!单元I点轴力ETABLE,NJ,SMISC,7!单元J点轴力ETABLE,QI,SMISC,2!单元I点剪力ETABLE,QJ,SMISC,8!单元J点剪力ETABLE,MI,SMISC,6!单元I点弯矩ETABLE,MJ,SMISC,12!单元J点弯矩plls,imom,jmom2.标注弯矩图PLOTCTRLS>>NUMBERING>>SVALON即可在画出弯矩图的同时在图上标出弯矩值的大小3.调整弯矩图如果弯矩图方向错误，则绘制弯矩图命令为plls,imom,jmom，-1同一个节点处两边的单元内力有细微差别，导致内力数字标注出现重影。观察上面整体轴力图也可以发现，一段一段的，好像马赛克，其实上面整体弯矩图也是，不过不是很明显罢了。这是EULER-BEONOULI梁理论以及ANSYS输出定义造成...
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